The engagements below are anonymised to respect client confidentiality where required. Full project references, safety statistics, and financial capacity documentation are available under NDA during pre-qualification.
412 driven steel H-piles, dynamic compaction of 18,000 m² of granular pad, and installation of settlement monitoring array.
Pile production completed 11 days ahead of an aggressive 68-day schedule. Post-construction settlement measured at 6 mm against a 25 mm allowance across the first winter of operation.
1.9 million m³ of mass excavation, structural embankment placement, and construction of two MSE retaining walls under Alberta Transportation supervision.
Earthworks completed within a single construction season with zero recordable safety incidents across 142,000 exposure hours. Cut-and-fill balanced to within 2.4% of design volumes.
Secant pile shoring wall for a 14 m deep basement adjacent to an occupied acute-care hospital, followed by a 4,200 m³ mat foundation pour supported on drilled shafts.
Continuous monitoring maintained adjacent building movements below 3 mm throughout the excavation. Mat pour placed in a single continuous 22-hour operation with cold-joint-free finish.
Five-level below-grade excavation to 22 m depth, tangent pile perimeter wall with tieback anchors, and dewatering system beneath the local groundwater table.
Excavation and shoring completed to schedule under a CCDC-14 design-build agreement. Adjacent heritage façade movements held within 8 mm of the pre-construction baseline.
